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DIRECT SHEAR <br /> ASTM D 5607 <br /> CLIENT GEI Consultants JOB NO. 2076-248 <br /> BORING NO. M-2-18 DATE SAMPLED <br /> DEPTH (ft.) 56.0-57.0 DATE TESTED 6112118 HN <br /> SAMPLE NO. 5 PROJECT Morrison Quarry West <br /> ROCK TYPE JOINT TYPE Natural open fracture <br /> Diameter (in) 1.875 Mass (g) 550.50 <br /> Length (in) 4.423 Wet Density (pct 171.7 <br /> Shear Area (in^2) 2.940 Shear Length (in) 0.188 <br /> NORMAL STRESS (psi) RESIDUAL SHEAR STRESS (psi) <br /> 70 51.9 <br /> 140 65.8 <br /> 280 173.1 <br /> i <br /> Normal Stress vs. Residual Shear Stress <br /> i <br /> M-2-18,5,56.0-57.0,Naturat open fracture j <br /> I <br /> I <br /> 300 <br /> I { <br /> I <br /> 250 <br /> I <br /> 200 <br /> 0 <br /> 2 150 <br /> N <br /> O <br /> 1 L <br /> V) <br /> 100 <br /> it <br /> 50 <br /> I <br /> I <br /> 0 ` <br /> i <br /> 0 50 1D0 150 200 250 3" <br /> Normal Stress (psi) <br /> I <br /> O Shear Data Best Fit One ! c=0.0 psi Phi=30.8 degrees <br /> Notes and Comments: Uneven shear area. <br /> Data entered by: KN Date: 06/12/2018 <br /> Data checked by: _ _ V Date �?— <br /> File Name: DS56 GATT <br /> A YVANCED TERRA TESTING <br />